Project Name:	SOIL STRUCTURE & MANAGEMENT             
	Project Code:	SSM	Site ID:	SSM107	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	Site Information
	Desc. By:	G.M. Bowman	Locality:
	Date Desc.:	01/02/91	Elevation:	255 metres
	Map Ref.:	Sheet No. : 8329   1:100000	Rainfall:	No Data
	Northing/Long.:	6212850 AMG zone: 55	Runoff:	Slow
	Easting/Lat.:	541400  Datum: AGD66	Drainage:	Imperfectly drained
	Geology
	ExposureType:	Undisturbed soil core	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	Sus	Substrate Material:	No Data
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	Alluvial plain
	Morph. Type:	Lower-slope	Relief:	No Data
	Elem. Type:	Footslope	Slope Category:	No Data
	Slope:	2 % 	Aspect:	270 degrees
	Surface Soil Condition (dry):	Loose
	Erosion:	No wind erosion (wind); No scalding (scald) 
	Partial, Minor (sheet) No wave erosion (wave) 
	No rill erosion (rill) No mass movement (mass) No
	 gully erosion (gully) No stream bank erosion 
	(stbank) No tunnel erosion (tunnel) 
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Eutrophic Brown Sodosol     	Principal Profile Form:	Db3.43
	ASC Confidence:	Great Soil Group:	Solodic soil
	Confidence level not specified
	Site Disturbance:	No effective disturbance other than grazing by hoofed animals
	Vegetation:
	Surface Coarse Fragments:	No surface coarse fragments
	Profile Morphology
	A1	0 - 0.23 m	Dark brown (10YR3/3-Moist); ; Loam; Weak grade of structure, 10-20 mm, Platy; Sandy (grains 
	prominent) fabric; Very coarse, (20 - 50) mm crack; Coarse, (10 - 20) mm crack; Medium, (5 - 
	10) mm crack; Dry; Very weak consistence; Non-plastic; Non-sticky; Many, very fine (0-1mm) 
	roots; Common, fine (1-2mm) roots; Common, medium (2-5mm) roots; Gradual, Wavy change to 
	A2e	0.23 - 0.4 m	Brown (10YR4/3-Moist); Very pale brown (10YR7/3-Dry); ; Fine sandy loam; Single grain grade
	 of structure; Sandy (grains prominent) fabric; Very coarse, (20 - 50) mm crack; Coarse, (10 - 
	20) mm crack; Medium, (5 - 10) mm crack; Dry; Loose consistence; Non-plastic; Non-sticky; 2-
	10%, fine gravelly, 2-6mm, subangular, stratified, Quartz, coarse fragments; 2-10%, fine 
	gravelly, 2-6mm, subangular, stratified, coarse fragments; Few, very fine (0-1mm) roots; 
	Abrupt, Irregular change to - 
	B21	0.4 - 0.6 m	Brown (7.5YR4/3-Moist); Substrate influence, 7.5YR44, 0-2% , Faint; Light medium clay; Weak 
	grade of structure, 10-20 mm, Angular blocky; Rough-ped fabric; Very coarse, (20 - 50) mm 
	crack; Coarse, (10 - 20) mm crack; Medium, (5 - 10) mm crack; Dry; Strong consistence; 
	Moderately plastic; Slightly sticky; 0-2%, fine gravelly, 2-6mm, subrounded, dispersed, Quartz, 
	coarse fragments; 0-2%, fine gravelly, 2-6mm, subrounded, dispersed, coarse fragments; 
	Densipan, Moderately cemented, Broken, Massive; Few, very fine (0-1mm) roots; Diffuse, 
	Smooth change to - 
	B22	0.6 - 0.9 m	Brown (10YR4/3-Moist); Substrate influence, 5YR2.51, 2-10% , Prominent; Heavy clay; Strong 
	grade of structure, 20-50 mm, Angular blocky; 200-500 mm, Prismatic; Rough-ped fabric; Very 
	coarse, (20 - 50) mm crack; Coarse, (10 - 20) mm crack; Medium, (5 - 10) mm crack; Dry; 
	Strong consistence; Moderately plastic; Slightly sticky; Few (2 - 10 %), Manganiferous, Coarse 
	(6 - 20 mm), Concretions, strong, segregations;Soil matrix is Slightly calcareous; 
	Morphological Notes
	A1	Deep A1. Thick roots, sandy, OM rich.                                                                                 
	                                                                                  
	A2e	Thick strongly bleached A2, loose sandy.                                                                            

	Project Name:	SOIL STRUCTURE & MANAGEMENT             
	Project Code:	SSM	Site ID:	SSM107	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	B21	Pan at top of B (clay indurated).                                                                                           
	                                                                            
	B22	Thick B2 horizon extends beyond 90 cm.  Manganese nodules.                                          
	                                                                                                    
	Observation Notes
	Uncultivated site-native trees & grasses200 m west of right angle bend in track.Influence from granite range?                             
	                                                              
	Site Notes
	REDWIN REEFTON NIXONS LANE RESERVE    

	Project Name:	SOIL STRUCTURE & MANAGEMENT             
	Project Code:	SSM	Site ID:	SSM107	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	Laboratory Test Results:
	Depth	pH	1:5 EC	Exchangeable Cations 	Exchangeable	CEC	ECEC	ESP
	Ca	Mg	K	Na	Acidity
	 m	 dS/m	Cmol (+)/kg 	%
	0 - 0.02	4.42B	0.075A	2.8J	1.85	0.32	0.03	6.56I	0.46
	0.01 - 0.085
	0.02 - 0.05	4.14B	0.056A	2.08J	1.41	0.42	0.03	5.03I	0.60
	0.05 - 0.1	4.09B	0.051A	2.41J	1.68	0.49	0.03	5.71I	0.53
	0.1 - 0.2	4.22B	0.037A	3.34J	2.66	0.47	0.09	7.22I	1.25
	0.2 - 0.4	5.45B	0.042A	2.35J	3.44	0.06	1.12	6.38I	17.55
	0.4 - 0.5	5.89B	0.276A	4.33J	7.93	0.19	4.05	14.25I	28.42
	0.41 - 0.485
	0.7 - 0.8	6.8B	0.499A	6.08J	14.09	0.56	7.31	23.55I	31.04
	Depth	CaCO3	Organic	Avail.	Total	Total	Total	Bulk 	Particle  Size  Analysis
	C	P	P	N	K	Density	GV	CS	FS	Silt	Clay
	 m	%	%	 mg/kg	%	%	%	 Mg/m3	%
	0 - 0.02	2.68C	15	13
	0.01 - 0.085	1.48
	0.02 - 0.05	1.83C	18	13
	0.05 - 0.1	1.3C	18	13
	0.1 - 0.2	1.17C	20	15
	0.2 - 0.4	0.3C	25	9
	0.4 - 0.5	0.38C	21	28
	0.41 - 0.485	1.70
	0.7 - 0.8	0.16C	27	30
	Depth	COLE	Gravimetric/Volumetric Water Contents	K sat	K unsat
	Sat.	0.05 Bar	0.1 Bar	0.5 Bar	1 Bar	5 Bar	15 Bar
	 m	g/g -  m3/m3	mm/h	mm/h
	0 - 0.02
	0.01 - 0.085	0.41F	0.33F	0.3I	0.2F	0.14D	0.11G
	0.02 - 0.05
	0.05 - 0.1
	0.1 - 0.2
	0.2 - 0.4
	0.4 - 0.5
	0.41 - 0.485	0.26F	0.23D	0.2G
	0.7 - 0.8

	Project Name:	SOIL STRUCTURE & MANAGEMENT             
	Project Code:	SSM	Site ID:	SSM107	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	Laboratory Analyses Completed for this profile
	13A1_AL	Oxalate-extractable aluminium
	13A1_FE	Oxalate-extractable iron
	13A1_MN	Oxalate-extractable manganese
	13A1_SI	Oxalate-extractable silicon
	13C1_AL	Citrate/dithionite-extractable iron, aluminium, Manganese and Silicon
	13C1_FE	Citrate/dithionite-extractable iron, aluminium, Manganese and Silicon
	13C1_MN	Citrate/dithionite-extractable iron, aluminium, Manganese and Silicon
	13C1_SI	Citrate/dithionite-extractable iron, aluminium, Manganese and Silicon
	14H1_CA	Soluble bases/SE (Ca,Mg,K,Na)
	14H1_K	Soluble bases/SE (Ca,Mg,K,Na)
	14H1_MG	Soluble bases/SE (Ca,Mg,K,Na)
	14H1_NA	Soluble bases/SE (Ca,Mg,K,Na)
	15F1_CA	Exchangeable bases by 0.01M silver-thiourea (AgTU)+, no pretreatment for soluble salts
	15F1_K	Exchangeable bases by 0.01m (AgTU)+, no pretreatment for soluble salts
	15F1_MG	Exchangeable bases by 0.01m (AgTU)+, no pretreatment for soluble salts
	15F1_NA	Exchangeable bases by 0.01m (AgTU)+, no pretreatment for soluble salts
	15F3	CEC by 0.01M silver-thiourea (AgTU)+
	15N1	Exchangeable sodium percentage (ESP)
	3A1	EC of 1:5 soil/water extract
	4B1	pH of 1:5 soil/0.01M calcium chloride extract - direct
	6B3	Total organic carbon - high frequency induction furnace, infrared
	P10_CF_C	Clay (%) - Coventry and Fett pipette method
	P10_CF_Z	Silt (%) - Coventry and Fett pipette method
	P3A1	Bulk density - g/cm3
	P3B3VLc001	0.01 BAR Moisture m3/m3 - Volumetric using undisturbed 98mm diameter core on suction plate
	P3B3VLc003	0.03 BAR Moisture m3/m3 - Volumetric using undisturbed 98mm diameter core on suction plate
	P3B3VLc005	0.05 BAR Moisture m3/m3 - Volumetric using undisturbed 98mm diameter core on suction plate
	P3B3VLc01	0.1 BAR Moisture m3/m3 - Volumetric using undisturbed 98mm diameter core on suction plate
	P3B3VLc03	0.3 BAR Moisture m3/m3 - Volumetric using undisturbed 98mm diameter core on suction plate
	P3B3VLcSAT	Saturated Moisture m3/m3 - Volumetric using undisturbed 98mm diameter core on suction plate
	P3B3VLd06	0.6 BAR Moisture m3/m3 - Volumetric using undisturbed 48mm diameter and 15mm height core on 
	pressure plate
	P3B3VLd1	1 BAR Moisture m3/m3 - Volumetric using undisturbed 48mm diameter and 15mm height core on 
	pressure plate
	P3B3VLd15	15 BAR Moisture m3/m3 - Volumetric using undisturbed 48mm diameter and 15mm height core on 
	pressure plate
	P3B3VLd3	3 BAR Moisture m3/m3 - Volumetric using undisturbed 48mm diameter and 15mm height core on 
	pressure plate
	P3B3VLd5	5 BAR Moisture m3/m3 - Volumetric using undisturbed 48mm diameter and 15mm height core on 
	pressure plate
	P6_LP	Dispersion Index (Loveday and Pyle, 1973)
	PWS1-2mm	1000-2000 micron fraction (%) - Wet Sieving after chemical dispersion
	PWS20-63	20-63 micron fraction (%) - Wet Sieving after chemical dispersion
	PWS212-425	212-425 micron fraction (%) - Wet Sieving after chemical dispersion
	PWS425-1mm	425-1000  micron fraction (%) - Wet Sieving after chemical dispersion
	PWS63-212	63-212 micron fraction (%) - Wet Sieving after chemical dispersion